Tender For Civil Works For Effluent Treatment Plant And Other Areas At Nfc-Kota Plant, Rawatbhata.
Tender Value
4.93 Crore
Estimated cost
Bid Submission
13 Aug 2026
14 days left
EMD
9.86 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chittorgarh → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Civil Works For Effluent Treatment Plant And Other Areas At Nfc-Kota Plant, Rawatbhata.
BOQ
| Sl. No. | Item Description |
| 1 | General Notes:1. The contractor shall follow relevant IS codes/technical specifications for execution of work.2. The contractor shall maintain good workman ship and follow safe working procedures during the work.3. Rates are inclusive of Scaffolding for all items for all heights and depths. |
| 2 | EARTH WORK : |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas, foundations, trenches, drains etc. in soil/soft rock/filled up rock/crushed stone/Boulders upto the depths specified below including dewatering if necessary, dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal and stacking of surplus excavated earth, as directed, within a distance of 150 m etc., filling with available earth in layers not exceeding 200mm, watering, consolidation etc. including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc complete as directed by Engineer-incharge. |
| 4 | a) Upto 1.50 m depth from average ground level. |
| 5 | b) Above 1.50 m to 3.00 m depth from average ground level. |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in over areas, foundations, trenches, drains etc. in hard rock by chiseling, wedging or rock hammer and cutter or hydraulic splitter or by using machine such as poclain with jack hammer or any other approved method viz. using plasma cutting with diesel plasma gun under 3.5Kg/Sqcm pressure, including air compressor, followed by pneumatic chieselling or using non explosive expansive chemical agents , including drilling of holes as specified by manufacture, filling of expansive chemical, followed by pneumatic chiseling, diamond wire rope cutting etc. upto the depths specified below, including dewatering if necessary, dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal and stacking of surplus earth as directed, within a distance of 150 m etc., filling with available earth in layers not exceeding 200mm, watering, consolidation etc, including clearing of all areas of all grass, rank vegetation, shrubs, bushes, trees upto 300mm girth measured 1.00 metre above ground level etc complete as directed by Engineer-incharge. |
| 7 | a) Upto 1.50 m depth from average ground level. |
| 8 | b) Above 1.50 m to 3.00 m depth from average ground level. |
| 9 | Supplying and Filling with Manufactured SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels to achieve desired relative density, including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of compaction if required all complete as per drawings, specifications and direction of Engineer-in-charge. The rates shall be inclusive of the cost of all labour, material, equipments etc. all complete. |
| 10 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport for all leads , including ramming, watering, compacting of the earth in layers not exceeding 20 cm in top/bottom/sides of foundation, trenches, road formation, reservoir etc. complete for all leads and lifts as available from approved source of query. |
| 11 | Filling available excavated earth (Crushed Sand/Boulders available inside campus as per the direction of EIC) in plinth , sides of foundation etc., in layers not exceeding 20cm in depth , consolidating each deposited layer by ramming and watering , for all leads and lifts, complete as directed by EIC. |
| 12 | Lead charges within NFC premises for additional lead over the initial lead by mechanical transport, including loading, unloading, stacking, the disposable soil, rock, debris, other unserviceable materials etc., Note: Measurement of lead charges will be based on truck measurement with a deduction of voids @20% and 50% for soils and rock or debris respectively. |
| 13 | CONCRETE (PLAIN AND REINFORCED) : |
| 14 | Plain Cement Concrete (P.C.C) 1:3:6 by insitu mixing using Weigh Batching or RMC of Grade M-10 using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland Pozzolana Cement (PPC) conforming to IS 1489 Part-1 with Minimum Cementitious Content not less than 250 Kg/Cum (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 20mm maximum size at all depths/heights below/above plinth level including laying in proper level, profile and slope, consolidation, finishing smooth/broom finish as applicable, curing, nearby area levelling before pcc etc., but excluding Formwork, complete as specified and directed. |
| 15 | Reinforced Cement Concrete by insitu mixing using Weigh Batching or approved RMC of Grade M - 35 (Minimum Cementitious Content not less than 440 Kg/Cum) up to specified level using using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland Pozzolana Cement (PPC) conforming to IS 1489 Part-1 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromanda, M/s. Andhra Cement Ltd., KCP make) with crushed stone sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. Fosroc ,Pidilite, Sika, BASF, Cico or approved equivalent in proportion as per Manufacturer's Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., but excluding Formwork and reinforcement as specified and directed. |
| 16 | Below FFL |
| 17 | Above FFL |
| 18 | FORM WORK : |
| 19 | Providing centering and shuttering using good quality densified film-faced Plywood of at least 12mm thick approved make conforming to IS 4990 including strutting, propping, staging made out of steel frames/H-frames/ Mild Steel (MS) Pipes/Cup and Lock System etc., and removal of the same as required including chamfers, splays, keys, wedges, nails, bracings, brackets and applying One (1) coat of shuttering oil (Cemol/Fosroc make/any other ) on all shuttering surfaces coming in contact with concrete,including PVC cover blocks etc., if required, for insitu Reinforced Concrete and in Plain Cement Concrete works, making pockets in machine foundations etc., complete as specified and directed. NOTE: The Formwork shall be designed and got approved from the Design Section/EIC before erection |
| 20 | a) Below and Upto Finish Floor Level |
| 21 | b) Above Finish Floor Level |
| 22 | REINFORCEMENT & STRUCTURAL STEEL |
| 23 | Supply, fabrication and erection of Reinforcement bars for Reinforced cement concrete items at and at all depths and heights below and above plinth level Thermo-Mechanically Treated bars of minimum grade Fe-500D or more conforming to IS 1786 of Tata, Vizag steel, Sail, JSW, JSPL make, including transport to site, loading and unloading, making fan hooks of required shape, dowels for bonding masonry, transporting steel to site, decoiling, removing of scales, straightening, cutting, bending, fixing bars with chairs, space bars wherever required, in position with two strings of 18 gauge soft drawn annealed MS binding wire inclusive of its supply etc., complete as specified and as per direction of Engineer- in-Charge.Note: The grade of steel shall be gotten approved from EIC before procurement. Please Enable Macros to View BoQ information |
| 24 | Supply, fabrication and erection of Reinforcement bars for Reinforced cement concrete items at and at all depths and heights below and above plinth level Thermo-Mechanically Treated bars of minimum grade Fe-500D or more conforming to IS 1786 of Tata, Vizag steel, Sail, JSW, JSPL make, including transport to site, loading and unloading, making fan hooks of required shape, dowels for bonding masonry, transporting steel to site, decoiling, removing of scales, straightening, cutting, bending, fixing bars with chairs, space bars wherever required, in position with two strings of 18 gauge soft drawn annealed MS binding wire inclusive of its supply etc., complete as specified and as per direction of Engineer- in-Charge.Note: The grade of steel shall be gotten approved from EIC before procurement. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysAug 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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